Consistency of PPP GPS and strong-motion records: case study of Mw9.0 Tohoku-Oki 2011 earthquake

  • Psimoulis, Panos (Nottingham Geospatial Institute, The University of Nottingham) ;
  • Houlie, Nicolas (Geodesy and Geodynamics Lab., Geodesy and Photogrammetry Institute) ;
  • Meindl, Michael (Geodesy and Geodynamics Lab., Geodesy and Photogrammetry Institute) ;
  • Rothacher, Markus (Geodesy and Geodynamics Lab., Geodesy and Photogrammetry Institute)
  • Received : 2014.02.11
  • Accepted : 2014.04.12
  • Published : 2015.08.25


GPS and strong-motion sensors are broadly used for the monitoring of structural health and Earth surface motions, focusing on response of structures, earthquake characterization and rupture modeling. Several studies have shown the consistency of the two data sets within at certain frequency (e.g., 0.03



  1. Adhikari, G., Petrini, L. and Calvi, G.M. (2010), "Application of direct displacement based design to long bridges", Bull. Earthq. Eng., 8(4), 897-919
  2. Aoi, S., Kunugi, T. and Fujiwara, H. (2004), "Strong-motion seismograph network operated by NIED: K-NET and KiK-net", J. Jap. Ass. Earthq. Eng., 4(3), 65-74.
  3. Blewitt, G., Kreemer, C., Hammond, W.C., Plag, H.P., Stein, S. and Okal, E. (2006), "Rapid determination of Earthquake magnitude using GPS for Tsunami Warning Systems", Geophys. Res. Lett., 33, L11309.
  4. Boore, D.M. (2003), "Analog-to-digital conversion as a source of drifts in displacements derived from digital recording of ground acceleration", B. Seismol. Soc. Am., 93(5), 2017-2024.
  5. Boore, D.V. and Bommer, J.J. (2005), "Processing of strong-motion accelerograms: needs, options and consequences", Soil Dyn. Earthq. Eng., 25(2), 93-115.
  6. Boore, D.M. (2005), "On pads and filters: Processing strong-motion records", Bull. Seism. Soc. Am., 95(2), 745-750.
  7. Bock, Y., Prawirodirdjo, L. and Melbourne, T., (2004), "Detection of arbitrary large dynamic ground motions with a dense high-rate GPS network", Geophys. Res. Lett., 31, L06604.
  8. Bock, Y., Melgar, D. and Crowell, B. (2011), "Real-time strong-motion broadband displacements from collocated GPS and accelerometers", B. Seismol. Soc. Am., 101(6), 2904-2925.
  9. Cauzzi, C. and Clinton, J. (2013), "A high-and low-noise model for high-quality strong-motion accelerometer stations", Earthq. Sp., 29(1), 85-102.
  10. Chan, W.S., Xu, Y.L., Ding, X.L. and Dai, W.J. (2006), "An integrated GPS-accelerometer data processing technique for structural deformation monitoring", J. Geodesy., 80(12), 705-719.
  11. Chatzi, E.N. and Smyth, A.W. (2009), "The unscented Kalman filter and particle filter methods for nonlinear structural system identification with non-collocated heterogeneous sensing", Struct. Control. Health. Monint., 16, 99-123.
  12. Chatzi, E.N. and Fuggini, C. (2012), "Structural identification of a super-tall tower by GPS and accelerometer data fusion using a multi-rate Kalman filter", Life-cycle and Sustainability of Civil Infrastructure Systems . Proceedings of the 3rd Int. Symp. on Life-Cycle Civil Engineering, IALCCE, 2012.
  13. Chousianitis, K., Ganas, A. and Gianniou, M. (2013), "Kinematic interpretation of present-day crustal deformation in central Greece from continuous GPS measurements", J. Geodyn., 71, 1-13.
  14. Clinton, J.F. and Heaton, T.H. (2003), "Potential Advantages of a strong-motion velocity-meter over a strong-motion accelerometer", Seism. Res. Lett., 73(3), 332-342.
  15. Crowell, B.W., Bock, Y. and Squibb, M.B. (2009), "Earthquake early-warning using total displacement waveforms from real-time GPS networks", Seism. Res. Lett., 80(5), 772-782.
  16. Dach, R., Hugentobler, U., Meindl, M. and Fridez, P. (2007), The Bernese GPS Software Version 5.0, Astronomical Institute, University of Bern, Switzerland.
  17. Dach, R., Brockmann, E., Schaer, S., Beutler, G., Meindl, M., Prange, L., Bock, H., Jaggi, A. and Ostini, L. (2009), "GNSS processing at CODE: status report", J. Geodesy., 83(3-4), 353-366.
  18. Emore, G.L., Haare, J.S., Choi, K., Larson, K.M. and Yamagiwa, A. (2007), "Recovering seismic displacement through combined use of 1-Hz GPS and strong-motion accelerometers", B. Seismol. Soc. Am., 97(2), 357-378
  19. Feng, M.Q. (2009), "Application of structural health monitoring in civil infrastructure", Smart. Struct. Syst., 5(4), 469-482.
  20. Feng, L., Newman, A., Farmer, G., Psimoulis, P. and Stiros, S. (2010), "Strong rupture, coseismic and postseismic response of the 2008 Mw 6.4 Patras Earthquake in Northwestern Pelopennese, Greece: An indicator for a new transform fault zone", Geoph. J. Int., 183(1), 103-110.
  21. Ganas, A., Serpelloni, E., Drakatos, G., Kolligri, M., Adamis, I., Tsimis, C. and Batsi, E. (2009), "The Mw6.4 SW-achaia (Western Greece) earthquake of 8 June 2008: Seismological, field, GPS observations, and stress modeling", J. Earthq. Eng., 13(8), 1101-1124.
  22. Ge, M., Gendt, G., Rothacher, M., Shi, C. and Liu, J. (2008), "Resolution of GPS carrier-phase ambiguities in Precise Point Positioning (PPP) with daily observations", J. Geod., 82(7), 389-399.
  23. Geng, J., Teferle, F.N., Meng, X. and Dodson, A.H. (2011), "Towards PPP-RTK: Ambiquity resolution in real-time precise point positioning", Adv. Spac. Res., 47(10), 1664-1673.
  24. Geng, J., Bock, Y., Melgar, D., Crowell, B.W. and Haase, J.S. (2013), "A new seismogeodetic approach applied to GPS and accelerometer observations of the 2012 Brawley seismic swarn: Implications for earthquake early warning", Geoch. Geoph. Geosys., 14(7), 2124-2142
  25. Geng, J., Melgar, D., Bock, Y., Pantoli, E. and Restrepo, J. (2013), "Recovering coseismic point ground tilts from collocated high-rate GPS and accelerometers", Geopysh. Res. Lett., 40(19), 5095-5100
  26. Giri, P. and Lee, J.R. (2013), "In-situ blade deflection monitoring of a wind turbine using a wireless laser displacement sensor device within the tower", Key Eng. Mat., 558, 84-91.
  27. Houlie, N., Occhipinti, G., Shapiro, N., Lognonne, P. and Murakami, M. (2011), "New approach to detect seismic surface waves in 1Hz-sampled GPS time series", Sci. Rep., 1(44).
  28. Houlie, N., Dreger, D. and Kim, A. (2014), "GPS source solution of the 2004 Parkfield earthquake", Sci. Rep., 4, 3646.
  29. Joakinen, A., Feng, S., Schuster, W., Ochieng, W., Hide, C., Moore, T. and Hill, C. (2013), "Integrity monitoring of fixed ambiguity Precise Point Positioning (PPP) solutions", Geosp. Inf. Sc. 16(3), 141-148.
  30. Kim, S. and Stewart, J.P. (2003), "Kinematic soil-structure interaction from strong-motion recordings", J. Geotech. Geoenv. Eng., 129, 323-335
  31. Koketsu, K., Yokota, Y., Nishimura, N., Yagi, Y., Miyazaki, S., Satake, K., Fujii, Y., Miyake, H., Sakai, S., Yamanaka, Y. and Okada, T. (2011), "A unified source model for the 2011 Tohoku earthquake", Earth. Plan. Sci. Lett., 310(3-4), 480-487.
  32. Kuyuk, H.S. and Allen, R.M. (2014), A threshold based earthquake early warning system: Quake Wave Vibration Report, Earthquake Early Warning System: Applications to the Ibero-Maghrebian Region, USA, 4-5 February 2014.
  33. Larson, K., Bodin, P. and Gomsberg, J. (2003), "Using 1-Hz GPS data to measure deformations caused by the denali fault earthquake", Science, 300, 1421-1424.
  34. Mikami, A. and Stewart, J.P. (2008), "Effects of time series analysis protocols on transfer functions calculated from earthquake accelerograms", Soil Dyn. Earthq. Eng., 28, 695-706.
  35. Miyazaki, S., Larson, K.M. and Choi, K. et al. (2004), "Modeling the rupture process of the 2003 September 25 Tokachi-Oki (Hokkaido) earthquake using 1-Hz GPS data", Geophys. Res. Lett., 31, L21603.
  36. Meng, X., Dodson, A.H. and Roberts, G.W. (2007), "Detecting bridge dynamics with GPS and triaxial accelerometers", Eng. Struct., 29, 3178-3184.
  37. Meng, G., Ren, J., Su, X., Yang, Y., Zhu, Z., Ge, L. and Li, X. (2013), "Coseismic Deformation of the 2010 Mw 6.9 Yushu Earthquake Derived from GPS Data", Seismol. Res. Lett., 84(1), 57-64.
  38. Moschas, F. and Stiros, S. (2012), "Phase effect in time-stamped accelerometer measurements . An experimental approach", Int. J. Metrol. Qual. Eng., 3(3), 161-167.
  39. Moschas, F. and Stiros, S. (2013), "Noise characteristics of high-frequency, short-duration GPS records from analysis of identical, collocated instruments", Measurement., 46, 1488-1506.
  40. Moschas, F. and Stiros, S. (2014), "Three-dimensional dynamic deflections and natural frequencies of a stiff footbridge based on measurements of collocated sensors", Struct. Control. Health. Monit., 21(1), 23-42.
  41. Moschas, F., Psimoulis, P. and Stiros, S. (2013), "GPS-RTS data fusion to overcome signal deficiencies in certain bridge dynamic monitoring projects", Smart. Struct. Syst., 12 (3-4), 251-269.
  42. Moschas, F., Avallone, A., Saltogianni, V. and Stiros, S. (2014), "Strong-motion displacement waveforms using 10Hz PPP-GPS: an assessment based on free-oscillation experiments", Earthq. Eng. Struct. D., (in press).
  43. Panagiotakos, T.B. and Fardis, M.N. (1999), "Deformation-controlled earthquake resistant design of RC buildings", J. Earthq. Eng., 3(4), 495-518.
  44. Penucci, D., Calvi, G.M. and Sullivan, T.J., (2009), "Displacement-based design of precast walls with additional dampers", J. Earthq. Eng., 12(1), 109-131.
  45. Psimoulis, P. and Stiros, S. (2013), "Measuring deflections of a short-span railway bridge using a Robotic Total Station (RTS)", J. Bridge .Eng. -ASCE, 18(2), 182-185.
  46. Psimoulis, P. and Stiros, S. (2012), "A supervised learning computer-based algorithm to derive the amplitude of oscillations of structures using noisy GPS and robotic theodolites (RTS) records", Comput. Struct., 92-93, 337-348.
  47. Psimoulis, P. and Stiros, S. (2008), "Experimental assessment of the accuracy of GPS and RTS for the determination of the parameters of oscillation of major structures, Int. J. Comput.-Aided. Civ. Infr. Eng., 23, 389-403.
  48. Psimoulis, P., Pytharouli, S., Karambalis, D. and Stiros, S. (2008), "Potential of GPS to measure frequencies of oscillation of engineering structures", J. Soun. Vib., 318, 606-623.
  49. Psimoulis, P.A., Houlie, N., Michel, C., Meindl, M., Rothacher, M., (2014), "Long-period surface motion of the multipatch Mw9.0 Tohoku-Oki earthquake", Geoph. J. Int., 199, 968-980.
  50. Roberts, G.W., Meng, X. and Dodson, A.H. (2004), "Integrating a global positioning system and accelerometers to monitor deflection of bridges", J. Surv. Eng., 130(2), 65-72.
  51. Sadan, O.B., Petrini, L., Calvi, G.M., (2013), "Direct displacement-based seismic assessment procedure for multi-span reinforced concrete bridges with single column piers", Earthg. Eng. Struct. D., 42(7), 1031-1051
  52. Sagiya, T., Kanamore, H., Yagi, Y., Yamada, M. and Mori, J. (2011), "Rebuilding seismology", Nature, 473, 146-148.
  53. Sagiya, T. (2004), "A decade of GEONET: 1994-2003 . The continuous GPS observation in Japan and its impact on earthquake studies", Earth Planets Space., 56(8), xxix-xli
  54. Stiros, S. (2008), "Errors in velocities and displacements deduced from accelerographs: An approach based on the theory of error propagation", Soil Dyn. Earthq. Eng., 28, 415-420.
  55. Suzuki, W., Aoi, S., Sekiguchi, H. and Kunugi, T. (2011), "Rupture process of the 2011 Tohoku-Oki megathrust earthquake (M9.0) inverted from strong-motion data", Geophys. Res. Lett., 38, L00G16.
  56. Wang, G., Boore, D.M., Tang, G. and Zhou, X. (2007), "Comparisons of ground motions from collocated and closely spaced one-sample-per-second Global Positioning System and accelerograph recordings of the 2003 M6.5 San Simeon, California, earthquake in the Parkfield Region", B. Seismol. Soc. Am., 97(1), 76-90.
  57. Wang G.Q., Boore D.M., Igel H. and Zhou X.Y. (2003), "Some observations on collocated and closely spaced strong ground-motion records of the 1999 Chi-Chi, Taiwan, earthquake", B. Seismol. Soc. Am., 93(2), 674-693.
  58. Wang, K. and Rothacher, M. (2013), "Ambiguity resolution for triple-frequency geometry-free and ionosphere-free combination tested with real data", J. Geodesy, 87(6), 539-553.
  59. Wang, R., Parolai, S., Ge, M., Jin, M., Walter, T.R. and Zschau, J. (2013), "The 2011 Mw 9.0 Tohoku earthquake: Comparison of GPS and strong-motion data", B. Seismol. Soc. Am., 103(28), 1336-1347.
  60. Wright, T., Houlie, N., Hildyard, M. and Iwabuchi, T. (2012), "Real-time, reliable magnitude for large earthquakes from 1Hz GPS precise point positioning: The 2011 Tohoku-Oki (Japan) earthquake", Geophys. Res. Lett., 39, L12302.
  61. Xu, P., Shi, C., Fang, R., Liu, J., Niu, X., Zhang, Q. and Yanagidani, T. (2013), "High-rate precise point positioning (PPP) to measure seismic wave motions: an experimental comparison of GPS PPP with inertial measurement units", J. Geodesy, 87(4), 361-372.
  62. Yi, T.H., Li, H.N. and Gu, M. (2013), "Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge", Measurement, 46(1), 420-432.
  63. Yue, H. and Lay, T. (2011), "Inversion of high-rate (1sps) GPS data for rupture process of the 11 March 2011 Tohoku earthquake (Mw9.1)", Geophys. Res. Lett., 38, L00G09.

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